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| Analyzed File: | |
| Autodesk Inventor Version: | 2024 (Build 280153000, 153) |
| Creation Date: | 31-05-2024, 20:25 |
| Study Author: | hp |
| Summary: |
General objective and settings:
Design Objective Single Point Study Type Static Analysis Last Modification Date 31-05-2024, 20:19 Model State [Primary] Detect and Eliminate Rigid Body Modes No iProperties
Summary
Author hp Project
Designer hp Estimated Cost ₹ 0.00 Creation Date 31-05-2024 Status
Design State WorkInProgress Physical
Material Bronze, Cast Density 0.320449 lbmass/in^3 Mass 0.030569 lbmass Area 3.47406 in^2 Volume 0.0953941 in^3 Center of Gravity x=0.0155322 in
y=0.0793978 in
z=-0.0203316 inNote: Physical values could be different from Physical values used by FEA reported below.
Mesh settings:
Avg. Element Size (fraction of model diameter) 0.1 Min. Element Size (fraction of avg. size) 0.2 Grading Factor 1.5 Max. Turn Angle 60 deg Create Curved Mesh Elements Yes Material(s)
Name Bronze, Cast General Mass Density 0.320449 lbmass/in^3 Yield Strength 18564.8 psi Ultimate Tensile Strength 39885.4 psi Stress Young's Modulus 15896.1 ksi Poisson's Ratio 0.335 ul Shear Modulus 5953.61 ksi Part Name(s) Part3 Operating conditions
Force:1
Load Type Force Magnitude 10000.000 lbforce Vector X 0.000 lbforce Vector Y -10000.000 lbforce Vector Z 0.000 lbforce Selected Face(s)
Fixed Constraint:1
Constraint Type Fixed Constraint Selected Face(s)
Results
Reaction Force and Moment on Constraints
Constraint Name Reaction Force Reaction Moment Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z) Fixed Constraint:1 10000 lbforce 0 lbforce 457.481 lbforce ft -457.129 lbforce ft 10000 lbforce 0 lbforce ft 0 lbforce 17.9542 lbforce ft Result Summary
Name Minimum Maximum Volume 0.0953941 in^3 Mass 0.030569 lbmass Von Mises Stress 2.0719 ksi 10308.2 ksi 1st Principal Stress -4022.32 ksi 9750.85 ksi 3rd Principal Stress -13485.8 ksi 2919.02 ksi Displacement 0 in 0.816155 in Safety Factor 0.00180098 ul 8.96031 ul Stress XX -4683.99 ksi 5189.08 ksi Stress XY -1387.63 ksi 1960.73 ksi Stress XZ -4460.49 ksi 3612.07 ksi Stress YY -4978.36 ksi 3392.09 ksi Stress YZ -1683.79 ksi 708.445 ksi Stress ZZ -11619.4 ksi 9094.06 ksi X Displacement -0.00506071 in 0.0513074 in Y Displacement -0.809133 in 0.00795414 in Z Displacement -0.084138 in 0.117685 in Equivalent Strain 0.000118349 ul 0.604195 ul 1st Principal Strain 0.00001239 ul 0.551565 ul 3rd Principal Strain -0.70643 ul -0.0000994245 ul Strain XX -0.161351 ul 0.215522 ul Strain XY -0.116537 ul 0.164668 ul Strain XZ -0.374604 ul 0.303351 ul Strain YY -0.135425 ul 0.167029 ul Strain YZ -0.141409 ul 0.0594971 ul Strain ZZ -0.655629 ul 0.496406 ul Figures
Von Mises Stress
1st Principal Stress
3rd Principal Stress
Displacement
Safety Factor
Stress XX
Stress XY
Stress XZ
Stress YY
Stress YZ
Stress ZZ
X Displacement
Y Displacement
Z Displacement
Equivalent Strain
1st Principal Strain
3rd Principal Strain
Strain XX
Strain XY
Strain XZ
Strain YY
Strain YZ
Strain ZZ
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